Original source · versioned page text
APPROVED Plans
STRIP TOPSOIL 100mm MINIMUM THICKNESS AND PLACE Sy
GEO-TEXTILE GRADE 34 BIBUM OR EQUIVALENT 0.5m PAST
EDGE OF DRIVEWAY TO FULL EXTENT OF WORKS. PLACE
ROCK 50-100mm DIAMETER AND 200mm THICKNESS ANO
COMPACT. THEN LAY GRADE 34 GEO-TEXTILE AND BASE
COARSE GRAVEL WITH EXTRA BINDER 100mm THICK AND
COMPACT TO 100% STANDARD DENSITY.
LETT TTT TT = PROPOSED TELLAM 200mm WIDE HEAVY
DUTY TRENCH GRATED DRAIN %
@ oS PROPOSED FINISH LEVLES
REFER * AND TABLE
PROPOSED TELSTRA
EXISTING GRAVEL ROAD
EXISTING OVERHEAD POWER
“EXISTING BUILDING/STRUCTURE
EXISTING EDGE OF BITUMEN
EXISTING PAVERS
EXISTING WALL
— —— —— PROPOSED EASEMENT
~ EXISTING CONCRETE
EXISTING TABLEDRAIN
ww sv —a@ EXISTING 1000 PVC
EXISTING TELSTRA PIT IS TO
BE MOVED 500mm AWAY
FROM PROPOSED DRIVEWAY
Og a eg
STORMWATER PIPE & PIT
USE 200mm WIDE HEAVY DUTY TRENCH GRATE 4m
LONG TELLAM 15720 CAST INTO APPROXIMATELY
300mm DEEP x 150mm THICK x 4m LONG CHANNEL.
INVERT OF GRATE CHANNEL IS TO MATCH EXISTING
SWALE INVERT AT UPSTREAM WITH 1:200 FALL.
PLACE NEW TELSTRA a y
CONDUIT 400mm OFF é
EXISTING BOUNDARY
R12.5
REPLACE EXISTING 1000 PVC STORMWATER
PIPE WITH A 150¢ PVC STORMWATER PIPE
ENCASED IN 150mm THICK NO FINES
CONCRETE UNDER NEW DRIVEWAY
“P cH10.000
Boy
BREAK UP EXISTING BITUMEN TO
0.5m INSIDE NEW BOUNDARY &
REUSE AS BLINDING LAYER
SHED TO BE
REMOVED
NOTE. EXISTING STORMWATER IS ONLY | >
APPROXIMATE. LOCATION Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
* NOTE: EDGE OF ACCESS IS TO 6/41 Sunshine Beach Road
BE GENERALLY 100mm TO 150mm Phone 54749081, Fax 54749041
ABOVE NATURAL SURFACE AND FREE www.callaghanandtoth.com.au
DRAINING TO EXISTING DRAIN designed [ADT] datum AND DERNED
drawn MM PSM *
checked [AH | Origin (B.M.) Ri *
DRIVEWAY SETOUT TABLE oppraved
SURVEYED. BY
POINT] EASTING _[NORTHING| LEVEL. MAX WATTERSON & ASSOCIATES
1 {=1052.4842[141.15247 0.797] | prone 54.426 121
2 |=1029.5773/133.7213] 0.862) \ J
3_[=1031.5567|125.9912 | 0.887 | —<$<$<—<$<$<$< $ —_——$————————
4 | -1058.8770/114.3929] 0.912] | project
5_|+1040.2020] 108.5237] 1.032
6_[=1057.5331[103.1312| 1.051] | ACCESS DRIVEWAY TO 1,3 & 5
7_[=1031.4675] 97.2450 | 1.126
8 | -1034.2530] 94.3751/ 1.126 NOOSA RIVER DRIVE, NOOSA
9 [=1040.3184 | 100.2602] 1.051] | NORTH SHORE
10_|=1042,3152| 102.7412 1.044 J
11 [=1043.6488 105.6329 1.037] \
12_|~1046.0765 | 104.8570] 0.960 | ~——— =
13 [=1048.6136| 106.4578] 0.975] | Client
14 |-1042.2603 [116.5274] 0.912
15_|~1034.6743 128.5504 | 0.887 GLENNON
16_|=1054.2927| 133.6837 | 0.861 JOHN & JULIE
17_{-1032.1859 [135.2515] 0.805
title
DRIVEWAY DETAIL PLAN
LOT 1 & 3 on CP807560
LOT 2 on RP46057
Parish of LAGUNA
County of MARCH
SUNSHINE COAST COUNCIL
Locality of NOOSA NORTH SHORE!
(iia
SCALE
01.25 2.5 3.75 5.0 6.25 Meters 12.5
scale
1:250(A3)
SCALE SHOWN IS ORIGINAL DRAWING SCALE
00 NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
a ( REVISIONS.
2 F details
J
ny
Sy j
Sy \
LoT 2 = | a
fl HOUSE 10 y & | ples
} REMOVED >) COMPUTER DIRECTORY
PLACE NEW TELSTRA J = is
ALEXANDER DAVID TOTH CONDUIT 2S0nmn OF s Nl hearore
REGISTERED PROFESSIONAL PROPOSED BOUNDARY / | |
/ FOR APPROVAL
j 5 vo
jf ~ y ff Sheet 2 of 3 sheets
if yr drawing number
y &
is i§ LOT 1 if 1213-02
& { y
y ffs
/ —P fs \ dote 19th MARCH 2012 Sf
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Page 2
STRIP TOPSOIL 100mm MINIMUM THICKNESS AND
PLACE GEO-TEXTILE GRADE 34 BIBUM OR
8 EQUIVALENT 0.5m PAST EDGE OF DRIVEWAY TO 8
= FULL EXTENT OF WORKS. PLACE ROCK 3
«| 90-100mm DIAMETER AND 200mm THICKNESS | 25
& | AND COMPACT, 2
2g a
= THEN LAY GRADE 34 GEO—TEXTILE WITH BASE | ©
z COARSE GRAVEL WITH EXTRA BINDER 100mm 2
THICK AND COMPACT TO 100% STANDARD
DENSITY,
GRADELINE NATURAL SURFACE
m
o
2
i
oe
wo
L
o
a
|
I
Horiz Curve Data wee 10.725, Bath
|
x | x
iB TS
a] &
Vertical Geomelry Grade (%) 2§2% 0.453% T3I0h S|
Vertical Curve Length (m)
Vertical Curve Radius (m)
DATUM R.L.-5.000
CUI
VOLUMES :
FILL
wo] + we 2) o
NATURAL SURFACE sig} g 8 a) 8
sls s S =
ofa o n|os so
CUT / FILL DEPTH Sle 6 2) a] 8
TWF 5; SL his
DESIGN LEVELS ON be os
Se = olf Nn
ROAD CENTRELINE ale| SB} ES
2 3 2
CHAINAGE x g 8 a} 8
as SI a Sf a
LONGITUDINAL SECTION 12D CL
ALEXANDER DAVID TOTH
REGISTERED PROFESSIONAL
ENGINEER QLD No. 6069
Eo €
oN 2
or, S68
Ne git
Uc Fhe = 5%!
Datum 0
am Centreline R.L.1.226
END WORKS CH53.936
= I
| ag
an ~
| 5%) 5% |!
| Datum 0
b Centreline R.L.1.151
45.¢ 00 ‘
En 1 vEp
se 3
5% | ~5x°
Datum 0
Centreline R.L.1.012
30.000
i E
fs8 | BSF
5% | —sx°
Datum_O
Centreline R.L.0.987
20.000
Datum _O
Centreline R.L.0.841
CH2.500 EXISTING GRAVEL ROAD
( Callaghan & Toth )
Civil, Environmental &
\ Hydraulic Engineers
\ PO BOX 2305
\ NOOSA HEADS 4567
H 6/41. Sunshine Beach Road
—
Phone 54749081, Fox 54749041
www.callaghanandtoth.com.au
designed | ADT | datum AHD DERIVED
drawn MM 7 PSM ¢
checked | AH | Origin (B.M.) RL *
approved
SURVEYED BY
WAX WATTERSON & ASSOCIATES
PHONE 54 426 121
(Eg
project
ACCESS DRIVEWAY TO 1, 3 & 5
NOOSA RIVER DRIVE, NOOSA
NORTH SHORE
i al
JOHN & JULIE GLENNON
eee
title
DRIVEWAY LONGITUDINAL &
CROSS SECTION PLAN
LOT 1 & 3 on CP807560
LOT 2 on RP46057
de 2.3. 251.5
0 10 20 30 40 50 Weters 100
4:200 VERT SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:2000 HORIZ O_NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED:
REVISIONS
FILES
COMPUTER DIRECTORY.
ie
FOR APPROVAL
Sheet 3° of 3. sheets
drawing number
1213-03
x 19th MARCH 2012